| 三边约束受剪钢板力学特征研究 |
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| 引用本文： | 郭震,袁迎曙.三边约束受剪钢板力学特征研究[J].湖南大学学报(自然科学版),2011,38(11):7-12. |
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| 作者姓名： | 郭震 袁迎曙 |
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| 作者单位： | 中国矿业大学力学与建筑工程学院,江苏徐州,221116 |
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| 基金项目： | 国家自然科学基金资助项目(50538070,50878207); 中国矿业大学青年科研基金资助项目(2008A009) |
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| 摘 要： | 以框架短肢钢板剪力墙结构中的三边约束、一边弹性约束的受剪钢板墙体为研究对象,采用理论分析及物理试验的方法对其力学特征进行了分析研究.基于四边约束板的对角线屈曲模型,分析了三边约束、一边弹性约束的钢板力学特征.通过简化模型,建立了三边约束受剪板的抗剪承载力的计算公式,在此基础上推导出钢板斜向拉力带倾角与角钢弹性约束刚度的...
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| 关 键 词： | 三边约束 钢板剪力墙 抗剪承载力 宽厚比 边界条件 对角线拉力带 |
Mechanical Characteristics of Steel Shear Plate Walls with Trilateral Constraint |
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| GUO Zhen,YUAN Ying-shu.Mechanical Characteristics of Steel Shear Plate Walls with Trilateral Constraint[J].Journal of Hunan University(Naturnal Science),2011,38(11):7-12. |
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| Authors: | GUO Zhen YUAN Ying-shu |
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| Institution: | GUO Zhen,YUAN Ying-shu(School of Mechanics & Civil Engineering,China Univ of Mining and Technology,Xuzhou,Jiangsu 221116,China) |
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| Abstract: | Based on theoretical and experimental analysis,the mechanical characteristics of steel plate shear walls with trilateral constraint in moment-resisting frame were studied.Based on the strip model of thin plate,the proposed model of steel plate shear walls with trilateral constraint was presented.The calculation formula of the shear strength of steel plate with trilateral constraint was presented in a simplified model,and the relationship between the angle of the tension field and the constraint stiffness of... |
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| Keywords: | trilateral constrained steel plate shear walls shear-carrying capacity width-thickness ratio boundary conditions strip model |
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